Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details. 1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.

• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details. 1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
See similar textbooks
icon
Related questions
Question

 Solve the following problems, showing manual sketch and solution. (AutoCAD is strictly

prohibited.)

● Show complete drawing and solution.

● Use technical drawing skill.

• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details.
Transcribed Image Text:• Clearly indicate in your drawing the spacing of ties, length of hoops and splices and joints. • Create a tabulated beam schedule that includes the necessary additional details and revisions. • Discuss the applicable stipulations in the drawing and provide references to specific sections of the NSCP code that govern these details.
1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.
Transcribed Image Text:1. A continuous beam is supported by a 400 mm x 400 mm column and features clear spans of 6 m, 5 m, and 3 m, as illustrated. The primary reinforcement details provided below have been derived from strength design calculations. (Use 10 mm diameter ties.) 0.40 0.40 0.40 6.0 5.0 3.0 B1 SCHEDULE OF BEAMS BEAM MARKED DIMENSION B1 250x500 42 82 250x500 B2 CB LEFT SUPPORT DETAILS MIDSPAN DETAILS RIGHT SUPPORT BEAM MARKED DIMENSION LEFT SUPPORT FREE-END 250 250 250 250 250 E 7-10MM 4-10MMO CICMM 5-16MM " 5-16MM TIES: TIES: 250 4-10MM CB 250x500 2-16MM CICUM 250 FW 4-10M 250 5-16MMO 81 2-10MM 2-1CMM 3-16MM TIES: 3-16MMO 2-10 • Refer to Section 418 of the NSCP 2015 to create a typical elevation drawing of the beam. Ensure that the drawing includes all relevant details. Research a typical beam elevation detail for guidance • Evaluate the main reinforcement schedule. If the current reinforcement is deemed unsatisfactory, include additional main reinforcement and provide a rationale for this modification.
Expert Solution
steps

Step by step

Solved in 2 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Steel Design (Activate Learning with these NEW ti…
Steel Design (Activate Learning with these NEW ti…
Civil Engineering
ISBN:
9781337094740
Author:
Segui, William T.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS